CN210263921U - Clamp for reinforcing beam side mold - Google Patents
Clamp for reinforcing beam side mold Download PDFInfo
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- CN210263921U CN210263921U CN201920732381.0U CN201920732381U CN210263921U CN 210263921 U CN210263921 U CN 210263921U CN 201920732381 U CN201920732381 U CN 201920732381U CN 210263921 U CN210263921 U CN 210263921U
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- screw
- gasket
- adjustable bolt
- bolt combination
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Abstract
The utility model relates to a clamp for reinforcing a beam side mould, which comprises a square tube assembly, a M14 screw rod, a nut matched with the M14 screw rod,
A gasket, an M24 screw, an adjustable bolt combination, a nut matched with the M24 screw,
A gasket,
A steel pipe, a 40X 60 square pipe, a M24 screw cap matched with the screw,
A gasket,
The steel pipes are welded and combined into an adjustable bolt combination, a 40 multiplied by 60 square pipe and the adjustable bolt combination are combined into a square pipe assembly, the M14 screw, the M14 screw matched nut,
The gasket and the M24 screw are combined into an integral clamp. The utility model discloses can batch production, the size is accurate, and the simple installation, easy operation has improved the work efficiency of job site, has also avoided the quality common fault of traditional roof beam side form reinforcing method simultaneously to ensure that the structure roof beam template consolidates and satisfies the standard requirement.
Description
Technical Field
The utility model belongs to a roof beam side form board reinforcement tool technical field especially relates to an anchor clamps that is used for roof beam side form to consolidate.
Background
According to the conventional method of engineering, the large-section beam side mold is generally reinforced by the aid of the through screws, the beam with the smaller section is generally not provided with the through screws, steel pipes are arranged on two sides of the beam, and the bottom of the beam is connected and reinforced by the aid of fasteners and horizontal rods, so that battens on the beam sides can be tightly clamped by the steel pipes on two sides, and the bottom of the steel pipes on two sides is generally supported by short battens. This kind of way on the one hand complex operation and precision are not high, and often drop because of the short side of timber in bottom in the work progress on the other hand and lead to consolidating inefficiently, often appear roof beam side explode mould or roof beam and water and smash deformation and lead to the unsatisfied standard requirement of roof beam cross-section size.
Disclosure of Invention
The utility model aims at providing a reinforced anchor clamps of roof beam side form, solve in the work progress because of the bottom short flitch drops and lead to consolidating inefficacy, the roof beam side explodes the mould or the roof beam is cast and is smash the deformation, leads to the unsatisfied problem of standard requirement of roof beam cross-sectional dimension.
The utility model discloses a solve the technical scheme that above-mentioned problem adopted and be: the utility model provides an anchor clamps for roof beam side form is reinforced (rfd) including first screw rod, the supporting nut of first screw rod, first gasket, second screw rod and two side's pipe sub-assemblies, and side's pipe sub-assembly comprises adjustable bolt combination and square pipe, and square pipe is opened has two through-holes, is used for the installation first screw rod and adjustable bolt combination, adjustable bolt combination are formed by the supporting nut of second screw rod, second gasket and steel pipe welding, set up in a through-hole, and steel pipe length is greater than this through-hole length, and second gasket diameter is greater than this through-hole diameter, and adjustable bolt combination can be around this through-hole free rotation, and square pipe sub-assembly, first screw rod, the supporting nut of first screw rod, first gasket, second screw rod make up into whole. The adjustable bolt combination can be adjusted through the spanner to adjust the interval between two square pipes, both can carry from square outside pipe and tighten up square pipe, can follow square inboard top and prop up square pipe again.
Further, the first screw has a smaller diameter than the second screw.
Further, the first screw is an M14 screw, and the second screw is an M24 screw.
Furthermore, the diameter of the first gasket is 40mm, the diameter of the second gasket is 60mm, the specification of the steel pipe is phi 35 multiplied by 4, and the specification of the square pipe is 40 multiplied by 60.
Further, the diameter of the through hole for arranging the adjustable bolt combination is 41mm, the diameter of the through hole for installing the first screw is 19mm, the distance between the two through holes is 250mm, and the distance between the through hole for installing the first screw and one end of the adjacent square tube is 150 mm and 450 mm.
The utility model discloses can batch production, the size is accurate, and the simple installation, easy operation has improved job site's work efficiency, also avoids simultaneously leading to the roof beam side to explode the mould or the roof beam waters the quality problems of smashing the deformation because of consolidating not arriving the position to ensure that roof beam cross-sectional dimension satisfies the standard requirement.
Drawings
FIG. 1 is a schematic view of reinforcement of the present invention;
FIG. 2 is a schematic view of the overall assembly of the present invention;
FIG. 3 is a square tube assembly of the present invention;
fig. 4 is a 40 × 60 square tube of the present invention;
fig. 5 shows the adjustable bolt assembly of the present invention.
1. Square pipe sub-assembly, 2, first screw rod, 3, the supporting nut of first screw rod, 4, first gasket, 5, second screw rod, 6, adjustable bolt combination, 7, the supporting nut of second screw rod, 8, second gasket, 9, steel pipe, 10, square pipe.
Detailed Description
The present invention will be further described with reference to the following specific examples. It should be understood that these examples are for illustrative purposes only and are not intended to limit the scope of the present invention. Furthermore, it should be understood that various changes and modifications of the present invention may be made by those skilled in the art after reading the teachings of the present invention, and these equivalents also fall within the scope of the appended claims.
As shown in fig. 2, the utility model discloses a square pipe sub-assembly 1, M14 screw rod 2, the supporting nut 3 of M14 screw rod, phi 40 gasket 4, M24 screw rod 5, two square pipe sub-assemblies 1 pass through M14 screw rod 2 and M24 screw rod 5 and connect, and M14 screw rod supporting nut 3 and phi 40 gasket 4 are installed at M14 screw rod 2 both ends. As shown in fig. 3, the square tube assembly 1 is composed of a square tube 10 and an adjustable bolt assembly 6, the square tube 10 is provided with two through holes, as shown in fig. 4, one diameter of 41mm is used for installing the adjustable bolt assembly 6, and the other diameter of 19mm is used for installing the M14 screw 2. The adjustable bolt combination 6 is formed by welding M24 screw rod matched nut 7, phi 60 gasket 8 and phi 35X 4 steel pipe 9, as shown in FIG. 5, the length of the phi 35X 4 steel pipe 9 is larger than a 41mm through hole, the phi 35X 4 steel pipe 9 is placed into the 41mm through hole during welding, the M24 screw rod matched nut 7 and the phi 60 gasket 8 at two ends are welded, all components are concentric during welding, two groups of M24 screw rod matched nut 7 and the phi 60 gasket 8 are respectively located on two sides of the 41mm through hole after welding is completed, and the adjustable bolt combination 6 can rotate around the 41mm through hole.
Before reinforcing the beam side template, an operator continuously penetrates an M24 screw 5 into an adjustable bolt combination 6 of two square tube assembly parts 1, and the distance between two square tubes 10 is adjusted to be slightly smaller than the beam width; then the M14 screw rod 2 is penetrated, the M14 screw rod matched screw cap 3 and the phi 40 gasket 4 at the two ends are installed, and the beam side die clamp is combined. As shown in fig. 1, the clamp is clamped on two sides of a beam, then the M14 screw matched nut 3 is adjusted to tighten the square tubes 10 on two sides to be tightly attached to the beam side battens, the adjustable bolt combination 6 is adjusted to tightly push the square tubes 10 on two sides outwards, so that the upper parts of the square tubes 10 tightly push the battens on two sides of the beam, and the reinforcement is completed.
Claims (5)
1. The clamp for reinforcing the beam side die comprises a first screw (2), a first screw matched nut (3), a first gasket (4) and a second screw (5), and is characterized by further comprising two square tube assembly parts (1), wherein each square tube assembly part (1) consists of an adjustable bolt combination (6) and a square tube (10), each square tube (10) is provided with two through holes for mounting the first screw (2) and the adjustable bolt combination (6), each adjustable bolt combination (6) is formed by welding a second screw matched nut (7), a second gasket (8) and a steel tube (9) and is arranged in one through hole, the length of the steel tube (9) is greater than that of the through hole, the diameter of the second gasket (8) is greater than that of the through hole, and each adjustable bolt combination (6) can freely rotate around the through hole; the square tube assembly (1), the first screw rod (2), the first screw rod matched nut (3), the first gasket (4) and the second screw rod (5) are combined into an integral clamp.
2. The jig for beam side form reinforcement according to claim 1, wherein the first screw (2) has a smaller diameter than the second screw (5).
3. The jig for reinforcing a side mold of a girder according to claim 1 or 2, wherein the first screw (2) is an M14 screw, and the second screw (5) is an M24 screw.
4. The clamp for reinforcing the side die of the beam as claimed in claim 3, wherein the diameter of the first gasket (4) is 40mm, the diameter of the second gasket (8) is 60mm, the steel pipe (9) is phi 35 x 4, and the square pipe (10) is 40 x 60.
5. The clamp for reinforcing the side die of the beam as claimed in claim 4, wherein the diameter of the through hole for arranging the adjustable bolt combination (6) is 41mm, the diameter of the through hole for installing the first screw (2) is 19mm, the distance between the two through holes is 250mm, and the distance between the through hole for installing the first screw (2) and one end of the adjacent square tube is 150-450 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920732381.0U CN210263921U (en) | 2019-05-21 | 2019-05-21 | Clamp for reinforcing beam side mold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920732381.0U CN210263921U (en) | 2019-05-21 | 2019-05-21 | Clamp for reinforcing beam side mold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210263921U true CN210263921U (en) | 2020-04-07 |
Family
ID=70025989
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920732381.0U Active CN210263921U (en) | 2019-05-21 | 2019-05-21 | Clamp for reinforcing beam side mold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210263921U (en) |
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2019
- 2019-05-21 CN CN201920732381.0U patent/CN210263921U/en active Active
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